64-540 - 24 CONGRESS STREET/ 281 DERBY STREET - CONSERVATION COMMISSION DEP 64-
PIans
4-Plans
i
NN
O
7
t
0)
O
E
v
M
N
r
I
M
O
N
r
EXISTING BUILDING
0 (24 CONGRESS STREET)
U
O
r-, f EXISTING BITUMINOUS
a PAVED PARKING
3
V
c
v
•� G7
� m
v
rn
c
o
Y
U
O
m
u
O�
NEW WOOD
q I FENCE w/GATE
0
3 NEW WOOD
+' FENCE w/GATE
m I
I LIMIT OF NEW O NEW WATERLINE
(BURIED)
PAVEMENT a OfDAVID
Q I PATIO/PLANTER AREA :? v�NE
RESTORED BY OWNER ao,z9sni
O 4
m # I GIS1�� i .
L�
E CONCRETE PLUG
v ..
NEW 4' WIDE I NEW STEEL SHEETPILE CONCRETE
N
N SECURITY GATE NEW 4 RAILING HIGH BULKHEAD CHANNEL CAP WITH PLUG
EXISTING SEAWALL \ 4\ PORDON 11 G AUWi /
0 3 -, w GRANITE BLOC!!'"U BING
�- --� II II II II II II II II
i II I II II LL 1+1 L
Y \ �' COASTAL BEJ1CIi ' / NEWPI
75 ARTL HmP�IP; / f u fel \ �' -
m \ / P, \ \ 1�LIMITED AS-BUILT SURVEY PERFORMED BY GZA GEOENVIRONMENTAL.
Y I / \ INC. ON APRIL 1 AND OCTOBER 1. 2013 AND REPRESENTS
NEW 3'x3O' I / I \ \ CONDITIONS AT THE TIME OF SURVEY.
ALUMINUM GANGWAY �� �� / /
o \ �o
rn
�-- � 0 5 10 20
O �� / 1 \ SCALE IN FEET
ao —
00,
\ \ UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZA
GEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY GZA'S
EXISTING TIMBER -1 \ CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON
I FLOATING DOCKS CONCRETE MOORING THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR
/ USE AT ANY OTHER LOCATION O
BLOCK (TYP.) I TRANSFER, REFUSE, OR MODIFICATIONH
TN
O E DRAWINY OTHER G BY THE POSE TCLIENTHOUT TOR OTHE HERS,OR WITHOUT TEHOUTO THE PRIOR NSENT OF GWRITTEN
/ \ EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.
/ / s\� / BULKHEAD REPLACEMENT PROJECT
MUSHROOM MOORING �- --2 1 24 CONGRESS STREET, SALEM, MA
/ BLOCK ( P.) /
c TY
V/
SOUTH RIVER /-3 AS-BUILT SITE PLAN
w FLOOD EBB i
O �--� PREPARED BY: PREPARED FOR:
O
EDGE
TEBRGEDONALD J. CLARKE ESTATE/
STREET BRIDGE
GZA GeoEnvironmental, Inc. SOUTH HARBOR HOLDINGS, LLC.
CA
Engineers and Scientists P.O. BOX 829
www.gza.com SALEM, MA 01970
I AS-BUILT SITE PLAN
SCALE' 1 "=10' PROJ MGR: DAS REVIEWED BY: DBV CHECKED BY: DAS FIGURE
DESIGNED BY: DAS DRAWN BY: JJZ SCALE: AS SHOWN
N
DATE: PROJECT NO. REVISION NO.
OCTOBER 2013 18.0171193.00 SHEET NO. 1 OF
----------------
EXISTING
r
CONCRETE
SIDEWALK
EXISTING BUILDING
(#24 CONGRESS STREET) EXISTING FIRE
HYDRANT
j EXISTING BUILDING L R
(#283 DERBY STREET) BITUMINOUS PAVEMENT MEGAS
TER
PARKING AREA CONCRETE
PAD
BITUMINOUS ENTRANCE
PAVING
AWNING
\ I CONCRETE EXISTNG
TREE I (TYP.) 1 /APPROXIMATE
yrs MONITORING I I PAD I APPROXIMATE J• ELECTRIC LINE
WELL WATER LINE GRANITE
\ WOOD FENCE GRAVEL I CURB (TYP.)
(TYP.)
PATIO PLANTER WITH WOOD FENCE
LANDSCAPE
EXISTING GRANITE \ I \16. I TREES (TYP.) (TYP.)
E BLOCK SEAWALL w/ C � LIGHT POLE
q COASTAL BANK CHAIN LINK
I VOIDS THROUGHOUT \ n I FENCE ') — \ / (TYP.)
_ A GATEr —16\ / 1 LP
a 7 I TIMBER PLANTERS /
/ CHAIN LINK
o _ FENCE
cV
a EXISTING DETERIORATED I
_ _ p I TIMBER BULKHEAD I
o p p p
±110
d — — — — — — — EXISTING GRANITE-/
1 0 BLOCK/STONE SEAWALL -_ \ \ / / / I / 4"0
— — - WITH CONCRETE TOP \ ,q I EXISTINGUMBER WHARF�� / PIPEDE
c DETERIORATED TIMBER \ i / STEEL BEAM ^ I / Lp — _ (±12'x110')
FENDER PILES \ i / --- -- - - - -- --
- _ - _ - -- -- --- I�
1I I \ \ COASTAL BEACH i / / ✓ 4"0 GUIDE 4"0 \
PIPE 8'x20' GUIDE 8'x20' 8'x20' /
PIPE 8x20 8x10 \ FAILED STEEL
\ 3x16 ANGLE GUIDE
7-1 FAILED 4"0 \
FAILED STEEL GUIDE PIPE
GUIDEFARED PIPE \ l / ! ax N ANGLE GUIDE ,� \ CONCRETE
I SIDEWALK
EXISTING \ co
EXISTING \ "
oI - - 0
� TIMBER FLOATS
, GANGWAY a 8'x20' I \
CONGRESS
o II — \ — — 4'x16' 8'xf30' C� I \ STREET BRIDGE
/ / I LAND UNDER THE OCEAN \ 1 I \ '✓��"
E OF
o /
/ / A B�
No 09202 �
o, �2 •— -� A ,tea ��
/ r \ ALS ,
/
- SOUTH RIVER
/
0 / FLOOD 7 — — —.
/ \ o s 10 zo
o
M EBB \ /
SCALE IN FEET
(7
m BURIED UTILITY LINES / ; ISSUED FOR PERMITTING 7/2/12
(APPROXIMATE) / \ I UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZA
p / / GEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY GZA'S
CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON
THE DRAWING. THE DRAWING SHALL REUSED, FOR
USE AT ANY OTHER LOCATION OR FOR OANYB OTHER TRANSFERRED,OTHERWITHOUT THEI PRIORRWRITTEN CONST OFALTERED IN ANYNNER GZA. ANY
TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN
EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.
BULKHEAD REPLACEMENT 2 PROJECT
4 CONGRESS STREET, SALEM, MA
4E'
\
° / \ EXISTING CONDITIONS PLAN
L5 NOTES:
PREPARED BY: PREPARED FOR:
u \ DONALD J.CLARKE ESTATE/
1. DATUM: ELEVATIONS REFER TO MEAN LOW WATER (MLW) IN FEET; MLW=0.0, MHW=8.9; BURIED UTILITY LINES \ TIMBER PILE \ -Nine GZAceoGmnm".nM,1, SOUTH HARBOR HOLDINGS,LLC.
FEMA 100-YEAR FLOOD=14.4. / -__^aA550LIATES rgmee S.=
GS\ v...pm,mm P.O.BOX 629
2. SITE SURVEY PERFORMED BY VINE ASSOCIATES, A DIVISION OF GZA G TIME
SURVEY.
EXISTING SITE FLAN / (APPROXIMATE) \ \DOLPHIN \ "°""s°"°` SALEM.MA 01970
N INC. ON FEBRUARY 28, 2012 AND REPRESENTS CONDITIONS AT THE TIME OF SURVEY. /
N / SCALE: 1 "=10' / \ PROJ MGR: DAS REVIEWED BY: DBV CHECKED BY: DAS FIGURE
` 4 \ DESIGNED BY: DAS DRAWN BY: JJZ SCALE: AS SHOWN
\ DATE: PROJECT NO. REVISION NO. 1
JULY 2012 18.0171193.00 ISHEETNO. 1 OF 6
EXISTING DETERIORATED
�— TIMBER WHARF
(± 12' WIDE)
6' HIGH CHAIN
LINK FENCE
3x8 TIMBER ±6' HIGH
DECKING (TYP.) CHAIN LINK
FENCE GATE
4x10 TIMBER
ERODED TOP STRINGER (TYP.)
OF WALL
BIT. PAVEMENT 1002 TIMBER BACKFILL
PILE CAP (TYP.) BR,
EL. ±16 PAVEMENT
FEMA 100-YR FEMA 100-YR [EL. ±15
FLOOD=14.4 EL. ±14 FLOOD=14.4
2.5'x30' ' ----1
II METAL/TIMBERI i I I EXISTING GRANITE
GANGWAY I i 1 BLOCK WALL
� I � (SEE NOTE 1)
I
PORTION OF WALL I i �—
'f MHW=8.9 WITH SMALLER STONE EXISTING GRANITE MHW=g 9 i i i II 1
BLOCK WALL
I I I II
(2) 4"0 STEEL PIPE
H PILE SUPPORTS
t II I II I
o APPROXIMATE DETERIORATED I i I_s_—___—
E EXISTING GRADE 12"0 TIMBER
o FENDER PILES EXISTING TIMBER I ; I _c_
FLOATS (TYP.) i i EL. ±2.3 I _=�I=—`__L
I II it 1
I , I II II I
N
0
N MLW=0.0 MLW=0.0
c ---- --------�
r
12"0 TIMBER (3) 10x8 3x8 T&G TIMBER
PILES (TYP.) TIMBER WALES BULKHEAD
APPROXIMATE
U) EXISTING GRADE
rn
x
x
w
I
N
m
m
t
EXISTING SECTION B-B
EXISTING SECTION A-A
SSCALE: 1 "=4'
SCALE: 1 "=4'
a
EXISTING DETERIORATED
c �— TIMBER WHARF
o (± 12' WIDE)
6' HIGH CHAIN 3x8 TIMBER
q LINK FENCE DECKING (TYP.)
X
6' HIGH
400 TIMBER WOOD FENCE GRAVEL
STRINGER (TYP.)
PATIO
E 10x12 TIMBER
N PILE CAP (TYP.)
In EL. ±16 EL. ±16
FEMA 100-YR
fD
FLOOD=14.4
c° ----1 NOTES:
o i t I I EXISTING GRANITE
LANDWARD OF TIMBER BULKHEAD.
1. ASSUMED LOCATION OF GRANITE BLOCK SEAWALLBLOCK WALL
I
m I I (SEE NOTE 1)
m li I I
MHW=8.9
4"0 STEEL PIPE —
o GUIDE PILES (TW.) ISSUED FOR PERMITTING 7/2/12
00 I I I
I I II I M�� UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZA
OF "'b GEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY GZA'S
o I I I I y� CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON
o II I II I 2 rAFYtD THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR
EXISTING TIMBER j I I II I z IL USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA. ANY
j FLOATS TYP. I I _ =ate— o m r m TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN
( ) I I II II 1 v NO.291dD EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.
EL. ±1.5 -- JL--- J� ---J A ��TlQ�o����
MLW=0.0 ' I I_ i A E BULKHEAD REPLACEMENT PROJECT
24 CONGRESS STREET, SALEM, MA
0
e (3) 10x8 3x8 T&G TIMBER EXISTING SECTIONS
12"0 TIMBER TIMBER WALES BULKHEAD
'= APPROXIMATE PILES (TYP.)
0 EXISTING GRADE PREPARED BY: PREPARED FOR:
m
DONALD J.CLARKE
0 2 4 8 _r'`Vi f'1 a GZAre Environmental,Inm SOUTH HARBOR HOLDINGS,LLC.
C7 OX 829
°F and�, " SALEMBMA 01970
&WOMTES IM
an
SCALE IN FEET
N EXISTING SECTION C—C PROJ MGR: DAS REVIEWED BY: DBV CHECKED BY: DAS FIGURE
O SCALE 1 "=4' DESIGNED BY: DAS DRAWN BY: JJZ SCALE: AS SHOWN ^
DATE: PROJECT NO. REVISION NO. L
JULY 2012 18.0171193.00 SHEET NO. 2 OF 6
EXISTING
CONCRETE
SIDEWALK
EXISTING BUILDING
(#24 CONGRESS STREET) EXISTING FIRE
HYDRANT
EXISTING BUILDING L 'L
(#283 DERBY STREET) BITUMINOUS PAVEMENT GAS
PARKING AREA CONCRETE METER
PAD
/ BITUMINOUS ENTRANCE
PROPOSED ACCESS/ PAVING
AWNING /
STAGING AREA
\ CONCRETE EXISTING FENCE/PATIO/PLANTERS / I
TO BE REMOVED AND RESET APPROXIMATE
yrs I MONITORING I PAD UPON COMPLETION OF THE WORK J. ELECTRIC LINE
ADD CAP STONES TO TOP OF WELL GRANITE
EXISTING WALL TO MATCH GRADE OF APPROXIMATE LIMIT OF NEW WOOD FENCE f I CURB (TYP.)
PARKING AREA. FILL VOIDS IN REMAINING I I BITUMINOUS PAVEMENT \ I ` \ (TYP') PATIO LANDSCAPE "WOOD FENCE
PORTION OF WALL (±23 WITH NE AS NECESSARY q ( ) I
i EXISTING LANTER
GRANITE \ I \I6 WffHTREES
BLOCK SEAWALL w/ 1 n \ C 44131TO REMAIN I LIGHT POLE
E
COASTAL BANK VOIDS THROUGHOUT A \ — —16\ LP (TYP.)
TIMBER PLANTERS / / CHAIN LINK I
I FENCE
PROPOSED STEEL
N _ — — — — — — — — 1 I SHEETPILE BULKHEAD
N
— _ W/RAKER PILES
- - - - - _ I SPACED AT8' O.C.
0
— — — — — — — EXISTING GRANITE EXISTING TIMBER WHARF
CL BLOCK/STONE SEAWALL \ \ / 4-Ir-
WITH
II I TO BE REMOVED
o - - - - WITH CONCRETE TOP \ / / III f ( I I I I I I I I I I- I I 1 I — _1 1 1 1 I i —1. I
/ �t H— I I I I I I I I I I I _ -IT
— I I I I I I I TI \ 1 1
3 \ \ �4 II 11 II II 11 it 11 II II 11 /
o \ DETERIORATED TIMBER \ III I I / 1 I I I I 11 I I 1 1 I I 11 I I I I \1 I I
0 — ) FENDER PILES \ / / I Al iii 141 +�+ -�+� '� `� '�` - J� -
- - - ---- --- - -- --- - - --
-- - - - -
I \ COASTAL BEACH
�z / 8x20 8'x20' 8'x20' / 8'x20' 8'x10' \ NEW TIMBER GUIDE
\ J / 3'x16' \ PILES (TYP.) I
GO
CONCRETE
d — — — / / -- l — — SIDEWALK
co
PROPOSED 3'x30' :x ro EXISTING FLOATS I \
/ I / ALUMINUM GANGWAY N TO REMAIN
(P) 8'x20'
/ _ CONGRESS
w I —_I_ 8'x±30' C� \ I \ STREET BRIDGE
4'x16"
U / '
I /
I
E / I LAND UNDER THE OCEAN
i / EXISTING FLOATS AND BOTTOM
ANCHORING TO REMAIN (TYP.) --/
AES B,411J
10
o I
L /
SOUTH RIVER ( / / \ 0 5 SCALE IN FEET 20
0 / FLOOD / — —
o EBB
n
rn
q REMOVE EXISTING TOP 3' OF WALL STONES AND IBURIED UTILITY LINES / \\ f ISSUED FOR PERMITTING 7/2/12
a0 REPLACE WITH NEW STONES TO MATCH EXISTING WALL (APPROXIMATE) / / I UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZA
TOP OF WALL TO MATCH GRADE OF PARKING AREA.
O GEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY GZA'S '
a FILL VOIDS IN REMAINING PORTION OF WALL WITH STONE AS NECESSARY / I �� 11 OF I TOR THE
TD
ECL. THE T'S DESIGNATED
REPRESENTATIVE
TECIFIC PROJECT
T AND LOCATION NYMANNER FOR I
r (t27 LF) HE DR
? D4+MTD USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA. ANY
H, TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN
No Y EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.
BULKHEAD REPLACEMENT PROJECT
24 CONGRESS STREET, SALEM, MA
E / \ h-�-
PROPOSED WORK PLAN
0
NOTES: \ \ \
0 /� / PREPARED BY: PREPARED FOR:
1. DATUM: ELEVATIONS REFER TO MEAN LOW WATER (MLW) IN FEET; MLW=0.0, MHW=8.9; DONALD J.CLARKE ESTATE!
\ \ _ =vl l'1@ GZAG"9 rwmmti, in SOUTH HARBOR HOLDINGS,LLC.
FEMA 100–YEAR FLOOD=14.4. / BURIED UTILITY LINES \ / TIMBER PILE \ -_ ssoc Tis �� 9„xN,,,,�,” �,,,�
AWSIw F: rnw_gm mn P.O.13OX 829
2. SITE SURVEY PERFORMED BY VINE ASSOCIATES, A DIVISION OF GZA GEOENVIRONMENTAL, (APPROXIMATE \DOLPHIN _ SALEM,MA 91970
PROPOSED SITE PLAN ) \ \
a INC. ON FEBRUARY 28, 2012 AND REPRESENTS CONDITIONS AT THE TIME OF SURVEY. SCALE: 1 "=1 0' / \ PROJ MGR: DAS REVIEWED BY: DBV CHECKED BY: DAS FIGURE
N DESIGNED BY: DAS I DRAWN BY: JJZ SCALE: AS SHOWN
\ DATEJULY2012 PRO NO. REVISION
18.0171REVISION NO. SHEETNO. 30F6
i
1
i
II ISTING
TIMBERPBULKHDACE BETWEEN IXSTEEL
SHEETPILES TO BE BACKFILLED
4' HIGH PVC RAILING WITH CRUSHED STONE
PROVIDE OPENINGS
BETWEEN STONES NEW BIT.
MATCH WALL HEIGHT WITH FOR DRAINAGE STEEL PILE CAP (MC18x58) PAVEMENT
ADJACENT CONCRETE WALL WITH RAILING
EXISTING BIT. CONTINUOUS STEEL WALE (W10x54) REMOVE DIXIMTI EXISTING BIT.
PAVEMENT STEEL BEARING PLATE (17x14x17 DEBRIS PAVEMENT
EL. ±15.8 EL. ±16
FEMA 100-YR NEW BIT. FEMA 100-YR EL. ±15 EL. ±15
FLOOD=14.4 PAVEMENT FLOOD=14.4
EL. ±14 EL. ±14
REMOVE EXISTING STONES EXCAVATION LIMITS
AND REPLACE WITH STONES TO BE DETERMINED
TO MATCH EXISTING WALL 1-7 _ ---gJ
PROPOSED 3x30 I IN THE FIELD
FILL VOIDS WITH STONE f " -'' - APPROXIMATE LIMIT ALUMINUM GANGWAY
OF EXCAVATION
AS NECESSARY I 1 —��- :.. 'z. : .:. I
(VARIES 2' TO V)
MHW=8.9 f I �_, FILTER FABRIC
{ ! -_ , 1 MHW=8.9 i ii
`.' HP 12x74 STEEL
f RAKER PILE
FILTER FABRIC i ii EXISTING GRANITE
BLOCK WALL
��--1
5 I — —�I (SEE NOTE 1)
r
o APPROXIMATE REMOVE EXISTING DETERIORATED I IF I
EXISTING GRANITE 12r
E EXISTING GRADE 12 0 TIMBER PILES --_
o BLOCK WALL
(CUT AT MUDLINE) I 1 EXISTING TIMBER FLOATSEl
I �I
ITO REMAIN (TYP.) NEW CHAIN PVC EL. ±2.3 I s I�I 11 1
_ ROLLER CONNECTIONS
1��1= I L. 11 11= (SEE DETAIL SHEET 6) I I u I
N _ 1+111 �1T� MLW=0.0 i�-------'
o MLW=0.0
-----�--------
Z.
o IA� 11 1 1 I I I
MIN. TIP EXISTING 3x8
EL.=-19.0 T&G TIMBER
MIN. TIP MIN. TIP BULKHEAD
c APPROXIMATE EL.=-20.0 L EL.=-20.0
EXISTING 12"0 TIMBER
EXISTING GRADE
v
PILE TO REMAIN
0
NEW 1200 TIMBER AH1E4�-770 WALL PILES (TYP.)
a
I
d
m
L
Pi
PROPOSED SECTION A-A
SCALE: 1 "=4' PROPOSED SECTION B-B
a
SCALE: 1 =4
m
c
0
VOID SPACE BETWEEN EXISTING TIMBER
U BULKHEAD AND STEEL SHEETPILES TO
4' HIGH PVC RAILING BE BACKFILLED WITH CRUSHED STONE
X
W
� STEEL PILE CAP (MC18x58) REMOVE EXISTING GRAVEL
v FILL AND TIMBER PATIO
o; DEBRIS
CONTINUOUS STEEL WALE (W10x54) VEGETATED AREA
E STEEL BEARING PLATE (17x14x1")
EL. ±16 EL. ±16
In FEMA 100-YR EL. ±15
in FLOOD=14.4 EL. ±14
AZ14-770 STEEL I EXCAVATION LIMITS
SHEEIPILE WALL TO BE DETERMINED
o
I I
IN THE FIELD
HP 12x74 STEELFILTER FABRIC
m I II , EXISTING GRANITE
o MHW=8.9 NEW 12*0 TIMBER PIS ` ;` BLOCK WALL NOTES;
PILES (TYP.) I if (SEE NOTE 1)
II I 1. ASSUMED LOCATION OF GRANITE BLOCK SEAWALL
to NEW CHAIN PVC ROLLER5 ---"1�--- 1 LANDWARD OF TIMBER BULKHEAD.
CONNECTIONS (SEE DETAIL SHEET 6) 12 I �I `fin of
o I I-=-==�I=___� ��
- , , o� �� ISSUED FOR PERMITTING 7/2/12
m Il II I W..'VE :-i UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZA
o EXISTING TIMBER FLOATS I II -- I BIO, Q93o GEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY GZA'S
TO REMAIN (TYP.) j II II ---I ,o �p �� CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON
THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR
EL. ±1.5 I II II I � sreT�P \�� USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA. ANY
TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN
MLW=0.0 I �I EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.
)I-------- BULKHEAD REPLACEMENT PROJECT
MIN. TIP 3x8 T&G TIMBER
o EL.=-19.0 BULKHEAD 24 CONGRESS STREET, SALEM, MA
MIN. TIP MIN. TIP
APPROXIMATE EL.=-20.0 EL.=-20.0
°
PROPOSED SECTIONS
EXISTING GRADE
' EXISTING 12"0 TIMBER
o PILE TO REMAIN
PREPARED BY: PREPARED FOR:
DONALD J.CLARKE ESTATE/
-vl n @ GZAGwbMre,rn�nbi,dna SOUTH HARBOR HOLDINGS,LLC.
0 2 4 8 AAA ASSOCIATES 4'" mm,neery a.w S.I.Mlsea P.O.BOX 829
ww.c�.mm SALEM,MA 01970
I SCALE IN FEET
_ N PROPOSED SECTION C—C PROJ MGR: DAS REVIEWED BY: DBV CHECKED BY: DAS FIGURE
N SCALE: 1 "=4' DESIGNED BY: DAS DRAWN BY: JJZ SCALE: AS SHOWN
0 DATE: PROJECT NO. REVISION NO. A A
JULY 2012 18.0171193.00 SHEET NO. 4 OF 6
EXISTING STONE
i SEAWALL (TOP 3' OF
WALL NEW STONES)
CONCRETE PLUG
i .
(SEE DETAIL 2)
CONCRETE PLUG PROPOSED STEEL PROPOSED STEEL PROPOSED STEEL EXISTING TIMBER BULKHEAD
(SEE DETAIL 1) RAKER PILES SHEETPILE BULKHEAD CONTINUOUS WALE (TOP f5' TO BE REMOVED)
2 SHEETS = ±6' (HP12x74) (AZ14-770) _: CONGRESS
-------- i.. (W10x54) STREET BRIDGE
- - -- - - -- - -- - --- - -- ---- -- - - -- - - --- - - -- --- - -- --- --- -- -- ---------- -- - --- - -- -- - - - -- - -- -------- --- -- -- - - - - ----- -- - -
z_
I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I 1 1 I I I I i t I I I I I I I I
I I I I I I I I I I 11 I I I I I I 1 1 11 I I I I I I
I I I I I I I I I 11 I I I I I I I I 1 1 I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I i t 1 1 I I I I 1 1 I i I I I I I I I I I I I I EXISTING STONE
I I I I 1 1 1 1 I I I I I I I I I I I I I I I I I I I I
I I I I I I 1 1 I I 11 I I I I I I 1 1 I I I I I I I I BRIDGE ABUTMENT
1J`I- lvL - 14-L -�J L 14L- -LIQ-' 4L 10-L 4-
44 SHEETS = ±112.5'
NOTE:
STEEL CAP, GANGWAY AND FLOATS
NOT SHOWN FOR CLARITY
CRUSHED STONE PROPOSED STEEL SHEETING LAYOUT
BACKFILL (TYP.) SCALE: 1 "=5'
0
N
O
L
"o EXISTING STONE
E SEAWALL (TOP 3' OF
N WALL NEW STONES) CONTINUOUS STEEL
WALE (W10x54)
STEEL SHEETPILE CONTINUOUS STEEL
N
WALE (W10x54)
N (AZ14-770)
0 4.0 JET FILTER WEEP STEEL BEARING PLATE STEEL. BEARING PLATE
• STIFFENER (TYP. AT 17•x14"x1'
21 HOLE SPACED ±7.6' O.C. 17 x14 x1 EACH RAKER PILE)
(EVERY THIRD SHEET)
o (INVERT EL VARIES ±4' • ; .. • . EL ±14.4
a ABOVE MUDUNE)
— ——— - -- --- -- --- -- - -- —— — —
DRILL AND (GROUT f5
e BARS INTO IEACH STONE EL 14
WEEPHOLE DETAIL of WALL (81• MIN. EMBED.)
SCALE: 1 "=l ' CONCRETE HP 1204
PLUG
STEEL RAKER
Pi STANDARD I f5 BARS WELDED TO STEEL PILE
END POST I SHEETING, 4' O.C. FUILL HEIGHT
STEEL WALE
a 1.97" DIIA. (W10x54)
AZ14-770 STEEL
4• MAX. SHEETPILE BULKHEAD
'v 0 IF1.06" DIA. STEEL SHEErPILE
B EAD 14-770) HP 1204STEMPILE
DETAIL 1 : CONCRETE PLUG
x SCALE: 1 "=2'
W
RAKER/WALE CONNECTION ELEVATION
48' RAKER/WALE CONNECTION DETAIL SCALE: 1 "=2'
NOTE: SCALE: 1 "=2'
0 2' OR 4'
STEEL CAP NOT SHOWN
NIll 111 11 ll ll ll 1111-1
AS REQ'D. FOR CLARITY
vi NOTES,
•
1. ALL STEEL MEMBERS TO BE EPDXY o Z 1 2
o�
COATED ON ALL SIDES.
U3�' TYP. — 4' MAX. SCALE IN FEET
I
TYPICAL PVC RAILING DETAIL PROPOSED STEEL CAP PVC RAILING (TYP.) o 2 4
m DRILL AND GROUT f5 (MC18x58) SCALE IN FEET
o SCALE: N.T.S. BARS INTO EACH STONE
OF WALL (8• MIN. EMBED.) 0 5 10
U
SCALE IN FEET
C! CONCRETE
PLUG
STRUCTURAL 06 ISSUED FOR PERMITTING 7/2/12
o STEEL
i
1.97"'0 TUBING INSERT f5 BARS WELDED TO STEEL °
SHEETING, 4' O.C. FULL HEIGHT ;` EXISTING STONE UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE FOR USE
OF GZA
O �e� �• GEOENVIRON MENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR WSE BY GZA'S
0 4 1/4" SO. BRIDGE ABUTMENT CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON
i� DECOR,ATIVE •�• • •° • THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR
L4x4x%x4 L USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA. ANY
COVER —— —— EVERY SECOND SHEET TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN
a
aj - " •4 _ . EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.
N
• .• BULKHEAD REPLACEMENT PROJECT
CD
MTG.
(4) 7/16 +a PROPOSED STEEL `fin OF A(q� 24 CONGRESS STREET, SALEM, MA
,. �e
HOLES SHEETPILE BULKHEAD
(AZ14-770)
0 3 1/2" S0.
r o FLANGE PLATEo �
o r
PROPOSED DETAILS
w ASSEMBLY A�or 6taTEP ��
6 PREPARED BY: PREPARED FOR:
DONALD J.CLARKE ESTATE/
STEEL SHEETING CAP DETAIL z Vine �GZAC.— ronme�"sl I"e SOUTH HARBOR HOLDINGS,LLC.
A/L'` ASSOCIATES !° '..ane BNentMa P.O.BOX 629
STEEL OX� SCALE: 1 "=2' Aa"s'°�°� .a� SALEM,P.O.BOX 82970
NOTE:
N TYPICAL PVC RAILING MOUNTING DETAILDETAIL 2: CONCRETE PLUG RAKER AND WALE CONNECTION PROJMGR: DAS REVIEWED BY: DBV CHECKED BY: DAS FIGURE
C14 SCALE: N.T.S. NOT SHOWN FOR CLARITY DESIGNED BY: DAS DRAWN BY: JJZ SCALE: AS SHOWN
Q SCALE: 1 =2 DATE: PROJECT NO. REVISION NO.
JULY 2012 18.0171193.00 SHEET NO. 5 OF 6
i
7
CIRCULAR HANDRAIL j 3'
RETURN HANDRAIL
TUBE SCHD 40 PIPE
2�
SCHD 40 PIPE
45' (TYP.
42"
60'
TUBE 42"
® 5'-0" O.C. RIBBED
SHORESIDE HINGE DECKING
WATERSIDE ROLLER (SEE DETAIL) SS BOLTS
(2 EA)(SEE DETAIL) I I
30' HANDRAIL
RECEIVER
ALUMINUM
ALUMINUM V CHANNEL
CHANNELS
PROPOSED GANGWAY ELEVATION
SCALE: N.T.S. PROPOSED GANGWAY SECTION
2.710" 5.625" SCALE: N.T.S.
0
L
m
O
E HEAVY DECKING WITH
�^, N ONE LEG CUT OFF
PROVIDE ADEQUATE
I SURFACE FOR
a FASTENING
0
C4
N 24" TRANSITION PLATE
0 NEW 2" BITUMINOUS
0 1
J
BASE COURSE
ro NOTES; NEW 1.5" BITUMINOUS MILL EXST. PAVEMENT
o SPACING OF HOLES WILL
WEARING COURSE TO 1" DEPTH AND FILL
o VARY ACCORDING TO
WITH NEW WEARING COURSE
m SURFACE.
0 1 �8"x3'x5'-6" NUMBER OF COLLARS TO EXIST. BIT.
° BEARING PLATE 3x3x1/4 TUBES VARY WITH HINGE LENGTH
to WITH ROLLERS NEW SUBBASE EXIST. SUBBASE
E, Q.+J" E q.+a E� 4_+JEq.}4• (12" GRAVEL BORROW)
VARIES�EQ.�--�-EQ. -I I EQ. -I .I EQ. -I '�.I EQ. VARIES
PROPOSED GANGWAY ROLLER DETAIL
SCALE: N.T.S.
PROPOSED PAVEMENT DETAIL
I3,
SCALE: N.T.S.
`0
v
rn
PROPOSED GANGWAY SHORESIDE
W HINGE CONNECTION DETAIL
SCALE: N.T.S.
it
J
i
NEW 12'0 TIMBER
PILES (TRP.)
U)
N
rn 0 .5 1 2
c i
0
U
I
ALE IN FEET
i
0
m
s 0 1 2 4
m
m
m SCALE IN FEET '
EXISTING TIMBER
O FLOATS TO REMAIN
( ) EXISTING TIMBER
FLOAT TO REMAIN
NEW CHAIN CONNECTION _-- ISSUED FOR PERMITTING 7/2/12
WITH PVC ROLLERS TO ii UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZA
GUIDE PILE GEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY GZA'S
U CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON
p p THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR
USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA. ANY
f` TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN
j i
EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.
Y4"x5"x10`X30" BENT PLATE
EAR HINGE AND PILE GUIDE " GALV. CHAIN WITH 20x2" °F '(as BULKHEAD REPLACEMENT PROJECT
WITH %4"x6" EYE BOLTS PVC PIPE "ROLLERS" 2�' OP4itD 24 CONGRESS STREET SALEM MA
AND 2"x6"x18" RUB BLOCK s '
v 12 0 TIMBER PILE ATTACHED TO EYE BOLTS wdvE
OF PILE GUIDE USING HDG N0,esaDr
WSHACKLES o�D�� T��Na��e PROPOSED DETAILS
PREPARED BY: PREPARED FOR:
PROPOSED GUIDE PILE CHAIN PLAN VIEW -"--Vine CZAGaorndromu ,,I" SOUTH
HAR O HOLEDESTATE]GS LLC.
PROPOSED GUIDE PILE CHAIN DETAIL ., A' �� � �•max P.O.BOX 829
I SCALE: 1 "=2' SCALE: 1 "=l ' SALEM,MA01970
C4 PROJ MGR: DAS REVIEWED BY: DBV CHECKED BY: DAs FIGURE
N DESIGNED BY: DAS DRAWN BY: JJZ SCALE: AS SHOWN
DATEJULY2012 PR018 .01711193.00 ECT NU. REVISION NO. SHEET NO. 6OF6
I
I